Model updating of nonlinear dynamic system using strong vibration data

Reliability updating in nonlinear dynamic system is essential in structural health monitoring and structural control because uncertainties exist in the evaluation of structural dynamic parameter values. These uncertainties are caused by many factors, such as material variability, inaccurate construc...

Full description

Saved in:
Bibliographic Details
Main Author: Franciscus, Christiandy
Other Authors: Cheung Sai Hung, Joseph
Format: Final Year Project
Language:English
Published: 2016
Subjects:
Online Access:http://hdl.handle.net/10356/68842
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-68842
record_format dspace
spelling sg-ntu-dr.10356-688422023-03-03T17:05:58Z Model updating of nonlinear dynamic system using strong vibration data Franciscus, Christiandy Cheung Sai Hung, Joseph School of Civil and Environmental Engineering DRNTU::Engineering Reliability updating in nonlinear dynamic system is essential in structural health monitoring and structural control because uncertainties exist in the evaluation of structural dynamic parameter values. These uncertainties are caused by many factors, such as material variability, inaccurate construction process, material deformation due to earthquake and material deterioration throughout the structure lifetime. Using wrong parameter values in assessing the structural dynamic response could lead to invalid structural reliability. Together with nonlinear hysteretic response behavior of the structure, these uncertainties cause the nonlinear system reliability updating problem to be complex. Bayesian updating methods based on Bayes’ Theorem provide a way to model the uncertainties of the parameter values and have the ability to update them into a more reliable ones. It began to gain popularity and have been used in many fields, yet its application in structural models is very limited. This project aims to perform a recently developed Bayesian updating method, called Transitional Markov Chain Monte Carlo (TMCMC) method and discuss its effectiveness and efficiency in nonlinear dynamic system model updating. The method was applied to 5-story shear building subjected to twice 1940 El Centro earthquake, Southern California. 21 parameters, which included elastic stiffness, yield limit, post-yield-stiffness ratio, damping ratio of each story and measurement error, were updated from their prior beliefs into a more accurate ones, while nonlinear dynamic analysis of the structure was carried out by one of numerical time stepping methods, Newmark’s method. The application shows the ability of Transitional Markov Chain Monte Carlo to carry out model updating in nonlinear dynamic system. Bachelor of Engineering (Civil) 2016-06-09T08:29:06Z 2016-06-09T08:29:06Z 2016 Final Year Project (FYP) http://hdl.handle.net/10356/68842 en Nanyang Technological University 108 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering
spellingShingle DRNTU::Engineering
Franciscus, Christiandy
Model updating of nonlinear dynamic system using strong vibration data
description Reliability updating in nonlinear dynamic system is essential in structural health monitoring and structural control because uncertainties exist in the evaluation of structural dynamic parameter values. These uncertainties are caused by many factors, such as material variability, inaccurate construction process, material deformation due to earthquake and material deterioration throughout the structure lifetime. Using wrong parameter values in assessing the structural dynamic response could lead to invalid structural reliability. Together with nonlinear hysteretic response behavior of the structure, these uncertainties cause the nonlinear system reliability updating problem to be complex. Bayesian updating methods based on Bayes’ Theorem provide a way to model the uncertainties of the parameter values and have the ability to update them into a more reliable ones. It began to gain popularity and have been used in many fields, yet its application in structural models is very limited. This project aims to perform a recently developed Bayesian updating method, called Transitional Markov Chain Monte Carlo (TMCMC) method and discuss its effectiveness and efficiency in nonlinear dynamic system model updating. The method was applied to 5-story shear building subjected to twice 1940 El Centro earthquake, Southern California. 21 parameters, which included elastic stiffness, yield limit, post-yield-stiffness ratio, damping ratio of each story and measurement error, were updated from their prior beliefs into a more accurate ones, while nonlinear dynamic analysis of the structure was carried out by one of numerical time stepping methods, Newmark’s method. The application shows the ability of Transitional Markov Chain Monte Carlo to carry out model updating in nonlinear dynamic system.
author2 Cheung Sai Hung, Joseph
author_facet Cheung Sai Hung, Joseph
Franciscus, Christiandy
format Final Year Project
author Franciscus, Christiandy
author_sort Franciscus, Christiandy
title Model updating of nonlinear dynamic system using strong vibration data
title_short Model updating of nonlinear dynamic system using strong vibration data
title_full Model updating of nonlinear dynamic system using strong vibration data
title_fullStr Model updating of nonlinear dynamic system using strong vibration data
title_full_unstemmed Model updating of nonlinear dynamic system using strong vibration data
title_sort model updating of nonlinear dynamic system using strong vibration data
publishDate 2016
url http://hdl.handle.net/10356/68842
_version_ 1759854645818163200